Abstract
Seismic analysis of confined masonry buildings is complex due to the interaction between the masonry panel and the surrounding reinforced concrete frame. This complexity increases when the confined masonry wall has openings, due to the instability of the failure modes. In this context, the main objective of this work is based in the implementation of a Equivalent Strut Model for nonlinear static pushover analysis of confined masonry walls with openings.
| Original language | Spanish (Ecuador) |
|---|---|
| Title of host publication | Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings |
| Pages | 924-932 |
| Edition | 1 |
| ISBN (Electronic) | 9781003098508 |
| DOIs | |
| State | Published - Jul 2020 |
Projects
- 2 Finished
-
Study of the seismic behavior of confined masonry buildings typical of the Totoracocha - Cuenca sector
Jimenez Pacheco, J. C. (Director), Garcia Erazo, H. A. (Co-Director), Calderon Brito, J. M. (Research Technician), Ortega Guaman, E. G. (Research Technician), Quezada Zambrano, R. A. (Research Technician) & Quinde Viñansaca, J. A. (Assimilated Technical Staff)
9/09/19 → 28/02/22
Project: Research
-
Seismore resistant capacity and failure of non -reinforced masonry buildings typical of the Historic Center of Cuenca
Jimenez Pacheco, J. C. (Director), Garcia Erazo, H. A. (Co-Director), Flores Solano, F. X. (Researcher), Avila Guaman, L. O. (Degree Thesis) & Cabrera Cajamarca, J. E. (Assimilated Technical Staff)
3/09/18 → 2/09/19
Project: Research
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